NFA A364 over BRANCH


+36.42433, -87.35460
36°25'28" N, 87°21'17" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A364 over BRANCH
Structure number:630A3640001
Location:2 M. NE. CUNNINGHAM.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,010 [as of 2017]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:75.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$115,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Fair6 out of 10101075.2
January 2015Fair6 out of 10101080.4
January 2013Fair6 out of 10101079.4
January 2011Good7 out of 10101080.4
January 2009Good7 out of 10101082.4
January 2007Good7 out of 10101082.4
April 2005Good7 out of 10101082.4
July 2003Good7 out of 10101082.4
July 2001Good7 out of 10109082.4
July 1999Good7 out of 10109082.4
March 1997Good7 out of 1031089.8
March 1995Good7 out of 1031087.8
February 1993Good8 out of 1031087.8
February 1991FairN out of 1031051.0